7241 search results for Pavement
1200000.impl
of the finished base, shoulders and slopes. For all other bases and rigid pavement, consider, or rigid pavement. For pond and ditches that identify the placement of a blanket material, consider, and gutter, etc., excavated in the removal of existing pavements, and dispose of them outside the right, Materials: Construct embankments of acceptable material including reclaimed asphalt pavement (RAP, . Forconstructionofmainline pavement lanes, turn lanes, ramps, parking lots, concrete box culverts and retaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/1200000.impl.pdf?sfvrsn=3fc7662b_01200000.FHWA
and rigid pavement, consider the finished grading template as the finished shoulder and slope lines and bottom of completed base or rigid pavement. For pond and ditches that identify the placement, ., excavated in the removal of existing pavements, and dispose of them outside the right-of-way, including reclaimed asphalt pavement (RAP), reclaimed concrete aggregate (RCA) and portland cement, Control (QC) Plan meeting the requirements of 105-3. Forconstructionofmainline pavement lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/1200000.fhwa.pdf?sfvrsn=818c8922_0719eBook_SS_DLH
175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 228 283 Reclaimed Asphalt Pavement Base, PAVEMENT 300 Prime and Tack Coats, ............................................ 255 327 Milling of Existing Asphalt Pavement, ...................................................................... 300 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/ebook/719ebook_ss_dlh.pdf?sfvrsn=76a63a43_2719eBook
175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 228 283 Reclaimed Asphalt Pavement Base, PAVEMENT 300 Prime and Tack Coats, ............................................ 255 327 Milling of Existing Asphalt Pavement, ...................................................................... 300 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/ebook/719ebook.pdf?sfvrsn=bf366a48_2119eBook
............................................................................................. 209 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 229 283 Reclaimed Asphalt Pavement Base, COURSES, AND CONCRETE PAVEMENT 300 Prime and Tack Coats, and Equipment ............................................ 256 327 Milling of Existing Asphalt Pavement, Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/ebook/119ebook.pdf?sfvrsn=abd5f2d5_6119eBook_SS_DLH
............................................................................................. 209 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 229 283 Reclaimed Asphalt Pavement Base, COURSES, AND CONCRETE PAVEMENT 300 Prime and Tack Coats, and Equipment ............................................ 256 327 Milling of Existing Asphalt Pavement, Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/ebook/119ebook_ss_dlh.pdf?sfvrsn=9d1a277_0118eBook
............................................................................................. 210 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 230 283 Reclaimed Asphalt Pavement Base, PAVEMENT 300 Prime and Tack Coats, ............................................ 256 327 Milling of Existing Asphalt Pavement, Pavement .......................................................................... 310 339
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/ebook/118ebook.pdf?sfvrsn=caeeea39_0118eBook_SS_DLH
............................................................................................. 210 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 230 283 Reclaimed Asphalt Pavement Base, PAVEMENT 300 Prime and Tack Coats, ............................................ 256 327 Milling of Existing Asphalt Pavement, Pavement .......................................................................... 310 339
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/ebook/118ebook_ss_dlh.pdf?sfvrsn=f0ea3529_0E3V77
AMOUNT, DO NOT BID (40919375201) LS 1.000 Section 0003 Signing 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 7,724.000 0918-712-100 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, SOLID 6" GM 7.314 0918-712-110 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, YELLOW, SOLID 6" GM 7.314 Page 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2023/oct12/e3v77.pdf?sfvrsn=313ae710_120220710_445301-1_SR 15_79040
10.3 ꟷ ꟷ ꟷ ꟷ F Right TL to W. Wisconsin Ave Crack Extent: L= Light; M= Moderate; S= Severe Pavement, of "B" indicates full depth crack to the base. EOP = Edge of Pavement Crack Pavt Cond. Rut Depth, of lane (ft) Lane Wheel Path Pavement Layer (in.) Base State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET 445301-1 Elipsis Engineering and Consulting July, = Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl= Block; Br
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/79/20220710_445301-1_sr-15_79040.pdf?sfvrsn=b01471d1_1E21F7-R0BidTabs
/RETROREFLECTIVE PAVEMENT MARKER, TYPE D 500.000 EA 15.00000 7,500.00 0085 0102 89 1 TEMPORARY CRASH, 6,000.00 0300 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 500.000 SY 12.00000 6,000.00 0305 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 1,000.000 SY 12.00000 12,000.00 0310 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 500.000 SY 12.00000 6,000.00 0315 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 2,000.000 SY 12.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2024/feb14/e21f7-r0bidtabs.pdf?sfvrsn=4a6687a1_1447435 Technical Scope_Final
. This project was identified as a result of deficient pavement conditions noted in the 2023 Pavement Condition, at the pavement joint and where the suburban typical section with C&G on the outsides starts, Standard Plans for Road and Bridge Construction, as well as the 2024 Flexible Pavement Design Manual, transportation scope Items. Begin Project MP 6.270 End Project MP 9.211 5 A Pavement Condition, of this report. The FDOT is to perform the Pavement Coring Report, ESAL calculations as well
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25119/447435-technical-scope_final.pdf?sfvrsn=c64b8a4a_120240410_4521201_SR429_75473
= > 1/4" Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition : G= Good; F= Fair; P, i o n T h i c k n e s s D e p t h F u l l D e p t h T y p e Pavement, No.: 429 Beg MP: 0.438 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, " to ≤ 1/4"; III = > 1/4" Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition : G, l P a t h Pavement Layer Type (in.) Base Median Curbed (Y / N): Paved, Lawn, Other: Curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/75-orange/20240410_4521201_sr429_75473.pdf?sfvrsn=d58d47d_1SPI-425-020series
Types A and B. Inlet Types 5 and 6 may require modification for use with concrete pavement, with the concrete paving. For use on a concrete pavement job, the designer should either modify the inlet top or pavement reinforcement, or provide a special detail. Inlet Type 8 is used only in Traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-020series.pdf?sfvrsn=9061bcb3_2E3V75
1.000 Section 0003 Signing 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 7,388.000 0918-712-100 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, SOLID 6" GM 6.996 0918-712-110 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, YELLOW, SOLID 6" GM 6.996 Page 3 Bid Solicitation Notice - Proposal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/jul11/e3v75.pdf?sfvrsn=9f77ab80_120230901_450874-1_SR 600_16020
Street Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review, 450874-1 CRACK Mainline and GORE Cores (ML / GO) PAVEMENT LAYER (IN.) POLK SR No.: Paved: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County, Pavement Condition (from DMO field review): Fair End MP: Typical Section: 1 6/23/2023 Lanes: W, ) PAVEMENT LAYER (IN.) POLK SR No.: Paved: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20230901_450874-1_sr-600_16020.pdf?sfvrsn=d8ecf7b1_120240618_450722-1_SR 78_12060
North of Evanwood Lane Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO, 450722-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) Lee SR No.: BASE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin, : 12060000 North of Evanwood Lane Inside: Shoulder Type and Condition: Overall Pavement Condition, ): 17.023 450722-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) Lee SR No.: BASE STATE OF FLORIDA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20240618_450722-1_sr-78_12060.pdf?sfvrsn=a6f36d53_1Exhibit 913-3
:4 EXCEED NOT TO SHOULDER PAVEMENT TURF 7'-4" SMOOTHNESS CLASS 3 STA. 145+00.00 TO STA. 166, ASPHALT PAVEMENT (1 ") (PG 76-22) 4 3 FRICTION COURSE FC-5 ( ") (PG 76-22) 2 1 TYPE SP STRUCTURAL COURSE (TRAFFIC E) (1 " DEPTH) 2 1 MILL EXISTING ASPHALT PAVEMENT (1 CONTEXT CLASSIFICATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-3.pdf?sfvrsn=688a1ffd_1Redlines Exhibit 913-3
:4 EXCEED NOT TO SHOULDER PAVEMENT TURF 7'-4" SMOOTHNESS CLASS 3 STA. 145+00.00 TO STA. 166, ASPHALT PAVEMENT (1 ") (PG 76-22) 4 3 FRICTION COURSE FC-5 ( ") (PG 76-22) 2 1 TYPE SP STRUCTURAL COURSE (TRAFFIC E) (1 " DEPTH) 2 1 MILL EXISTING ASPHALT PAVEMENT (1 CONTEXT CLASSIFICATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-3.pdf?sfvrsn=af90bac8_1Exhibit 913-3
:4 EXCEED NOT TO SHOULDER PAVEMENT TURF 7'-4" SMOOTHNESS CLASS 3 STA. 145+00.00 TO STA. 166, ASPHALT PAVEMENT (2 ¼" DEPTH) CONTEXT CLASSIFICATION = C2 DESIGN SPEED = 60 MPH DESIGN HOUR T = 11, STRUCTURAL COURSE (TRAFFIC E) (1 MILL EXISTING ASPHALT PAVEMENT (2 ¼" DEPTH)
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-3.pdf?sfvrsn=c958ce59_1